摘要
在路桥过渡段路基路面的施工中,由于桥台与路基之间的刚度差异很容易引起路面产生不均匀的沉降导致出现跳车等现象,从而降低了车辆行驶的安全性和舒适性,所以必须加强结构设计,制定出一套科学、合理的设计程序,以有效解决路桥过渡段路基路面的施工问题。
The stiffness difference between the abutment and embankment is very easy to cause uneven pavement settlement in subgrade and pavement construction process in bridge transition section, which led to jumping phenomenon, etc. It is necessary to strengthen the structural design to develop a scientific rational proce- dures to effectively solve the problem of subgrade and pavement construction process in bridge transition section.
出处
《交通标准化》
2012年第16期90-92,共3页
Communications Standardization
关键词
路桥
过渡段
路基
路面
施工
road and bridge
transition section
subgrade
pavement
construction